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DETAIL NUMBER <br />SHEET NUMBER <br />NOTES: <br />COLUMN DROP CAP <br />D1 <br />REBAR <br />D2 <br />X <br />SDX <br />DROP IN SLAB <br />(VERIFY PRIOR TO CONSTRUCTION) <br />CONCRETE COLUMNS BELOW, <br />SEE DETAIL 1/SC2, 10/SC2. <br />SYMBOLS LEGEND <br />8'-0" X 8'-0" X 12" THICK BELOW SLAB, <br />SEE DETAIL 11/SC4. <br />7'-0" X 7'-0" X 10" THICK BELOW SLAB, <br />SEE DETAIL 11/SC4. <br />1.VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR <br />DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. <br />2.SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB <br />ELEVATIONS, CURBS, RECESSES AND SLOPES. <br />3.FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, <br />RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE <br />SHEET SC3 . <br />4.FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., <br />SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS <br />FOR STAIRS & ELEVATORS. <br />5.HOLDOWN HARDWARE MUST BE SECURE IN PLACE <br />PRIOR TO CONCRETE INSPECTION. FOR ADDITIONAL <br />REINF. AT HOLDOWNS, SEE DETAILS ON SHEET SC5 . <br />6.FOR STEP IN STRUCTURAL SLAB, SEE DET. 14/SC3. <br />7.FOR TOPPING SLAB, SEE DETAIL 7/SC5. <br />8.VERIFY SLAB SLOPES WITH ARCHITECTURAL. <br />9.SEE DETAIL 6/SC5 FOR CMU WALL REINF. AROUND <br />THE OPENING. <br />10.SEE DETAIL 5/SC4 FOR TYP. JAMB BARS. <br />11.FOR PIPING AND CONDUIT IN OR THROUGH SLAB OR <br />WALL, SEE DETAILS 4/SC1 AND 6/SC2 . <br />12.CONTRACTOR TO SUBMIT CONSTRUCTION AND <br />CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR <br />ENGINEER TO REVIEW AND APPROVE & PRIOR TO <br />PLACEMENT OF CONCRETE. <br />13.FOR PLANTER WALL DETAIL, SEE 3/SC1. <br />14.FOR CONCRETE PONY WALL LOCATIONS, SEE <br />ARCHITECTURAL DRAWINGS. <br />D3 45" X 45" X 6" THICK BELOW SLAB, <br />SEE DETAIL 11/SC4. <br />CONCRETE LOAD BEARING WALL <br />CONCRETE NON-LOAD BEARING WALL 5 <br />SC2 <br />12 <br />SC2 <br />BOTT.TOP <br />5 <br />SC2 <br />16 <br />SC3 <br />BOTT.TOP <br />METAL STUD WALL, SEE PLAN. <br />CONC. SHEAR WALL, SEE PLAN.4 <br />SC4 <br />4 <br />SC4 <br />8 <br />SC2.2 <br />7 <br />SC2.2 <br />BOTT.TOP <br />CONC. WALL JOINT <br />1/2" WALL GAP TYP. <br />CONC. SHEAR WALL, SEE SHEARWALL SCHEDULE. <br />W.J. <br />W.G. <br />WXX <br />COLUMN SCHEDULE: <br />C1 <br />C2 <br />C3 <br />CONCRETE COLUMN 24" x 12", SEE <br />CONCRETE COLUMN 18" x 10", SEE <br />CONCRETE COLUMN 10" x 10", SEE <br />1 <br />SC2 <br />10 <br />SC2 <br />1 <br />SC2 <br />10 <br />SC2 <br />1 <br />SC2 <br />10 <br />SC2 <br />1 2 3 4 <br />A <br />B <br />C <br />E <br />G <br />D <br />F <br />PER <br />ARCH. <br />PER <br />ARCH. <br />PER <br />ARCH. <br />PER <br />ARCH. <br />PER <br />ARCH. <br />PER <br />ARCH. <br />PER <br />ARCH. <br />PER <br />ARCH. <br />PER <br />ARCH. <br />D1 <br />D2 <br />D3 <br />7 <br />SC3 <br />TRIM BARS <br />@ RE-ENTRANT CORNERS <br />7 <br />SC3 <br />10 <br />SC3 <br />REBARS @ SLAB CORNER <br />13 <br />SC3 <br />12 <br />SC3 <br />10 <br />SC39 <br />SC3 <br />14 <br />SC3 <br />14 <br />SC3 <br />PER <br />ARCH. <br />PER <br />ARCH. <br />10 <br />SC3 <br />15 <br />SC3 <br />15 <br />SC3 <br />15 <br />SC3 <br />15 <br />SC3 <br />15 <br />SC3 TYP. <br />14 <br />SC3 <br />14 <br />SC3 <br />TYP. <br />16 <br />SC3 <br />16 <br />SC3 <br />14 <br />SC3 <br />15 <br />SC3 <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />MA <br />T <br />C <br />H <br /> <br />L <br />I <br />N <br />E <br />W1 <br />1 <br />W1 <br />2 <br />W1 <br />3 <br />W3 <br />1 <br />WA1 <br />WB1 <br />WG1 WG2 WG3 WG4 <br />2 <br />SC2 <br />TYP. <br />C1 <br />C1 C1 <br />C3C3 <br />12" THK. HARDRICK CONCRETE SLAB W/ <br />f'c= 4000 psi @ 28 DAYS W/ #6 @ 18" O.C. <br />T&B EA. WAY. <br />FOR ADDITIONAL REINF., SEE <br />SHEETS S2.2, S2.3, S2.4, S2.5. <br />KEY PLAN <br />PARTIAL A <br />RESTRICTIVE NOTICE <br />DATE REVISIONS <br />SHEET DESCRIPTION <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />REVISIONS <br />DATE SIGNED: 4/8/25 <br />THESE DESIGNS, DRAWINGS, AND <br />SPECIFICATIONS ARE THE EXCLUSIVE <br />PROPERTY OF DONG ENGINEERING. <br />THESE DRAWINGS CANNOT BE COPIED, <br />TRANSFERRED, OR REPRODUCED NOR <br />CAN ANY OTHER STRUCTURES BE BUILT <br />FROM THEM WITHOUT WRITTEN CONSENT. <br />SHEET <br />DE#: <br />TEL- 714-617-5979 <br />GARDEN GROVE, CA 92841 <br />7661 GARDEN GROVE BLVD., <br />DONG ENGINEERING, INC. <br />INFO@DONGENGINEERING.COM <br />240022 <br />22 <br /> <br />U <br />N <br />I <br />T <br />S <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />32 <br />2 <br /> <br />N <br />. <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />, <br /> S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />30 <br />, <br />5 <br />8 <br />2 <br /> <br />S <br />F <br /> <br />G <br />R <br />O <br />S <br />S <br /> <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br />A <br />S2.0 <br />PARTIAL A <br />PODIUM SLAB PLAN <br />SCALE: <br />PARTIAL A - PODIUM SLAB PLAN <br />3/16" = 1'-0"